product control notice of acceptance · is determined by miami-dade county product control section...

NOA No.: 17-0427.05

Expiration Date: 12/06/22

Approval Date: 12/07/17

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MIAMI-DADE COUNTY

PRODUCT CONTROL SECTION

11805 SW 26 Street, Room 208

DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474

BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 31525-99

NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy

Johns Manville Corporation

717 17th Street, 9th Floor

Denver, CO 80202

SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction

materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -

Product Control Section to be used in Miami Dade County and other areas where allowed by the

Authority Having Jurisdiction (AHJ).

This NOA shall not be valid after the expiration date stated below. The Miami-Dade County

Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade

County) reserve the right to have this product or material tested for quality assurance purposes. If

this product or material fails to perform in the accepted manner, the manufacturer will incur the

expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such

product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it

is determined by Miami-Dade County Product Control Section that this product or material fails to

meet the requirements of the applicable building code.

This product is approved as described herein, and has been designed to comply with the Florida Building

Code including the High Velocity Hurricane Zone of the Florida Building Code.

DESCRIPTION: JM PVC Single Ply Roof Systems over Lightweight Concrete Decks.

LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state

and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted

herein.

RENEWAL of this NOA shall be considered after a renewal application has been filed and there has

been no change in the applicable building code negatively affecting the performance of this product.

TERMINATION of this NOA will occur after the expiration date or if there has been a revision or

change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an

endorsement of any product, for sales, advertising or any other purposes shall automatically terminate

this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of

NOA.

ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and

followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is

displayed, then it shall be done in its entirety.

INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its

distributors and shall be available for inspection at the job site at the request of the Building Official.

This NOA renews NOA No. 15-0203.02 and consists of pages 1 through 34.

The submitted documentation was reviewed by Hamley Pacheco, P.E.

http://www.miamidade.gov/economy

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ROOFING SYSTEM APPROVAL

Category:

Roofing

Sub-Category:

Single Ply

Materials:

PVC

Deck Type:

Lightweight Concrete

Maximum Design Pressure:

-502.5 psf.

TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1

Product Name

Dimensions

Test

Specifications

Product Description

JM PVC

50 mil x roll width x 100’



ASTM D4434 PVC polyester reinforced

membrane with DuPont™ Elvaloy®

KEE. Available in 3.25’, 5’, 6.5’,

10’, and 12’ rolls.

JM PVC Fleece

Backed


60 mil x roll width x 90’80

mil x roll width x 75’

ASTM D4434 PVC polyester reinforced

membrane backed with a

lightweight polyester fleece.

Available in 6.33’ and 12’ rolls.

DynaBase

39-3/8” x 49’2” ASTM D6163

A glass reinforced SBS modified

bitumen base sheet.

DynaBase HW

39-3/8” x 49’2” ASTM D6163

A glass reinforced SBS modified

bitumen base sheet for heat

welded applications.

DynaFast 180 S 39-3/8” x 49’2” ASTM D6164 A polyester reinforced SBS

modified bitumen base or inner

ply sheet.

JM Vapor Barrier

SA

44.9” x 133’ Proprietary Self-adhered, SBS modified

bituminous sheet with tri-laminate

woven polyethylene surface

JM PVC Profile 1-1/2” wide x 1-1/4” high x

10’ long

Proprietary Non-reinforced, extruded PVC for

simulating the aesthetics of

standing seam metal roofing.

JM PVC Spine ¾” wide x 13/16” high

x 7’ long

Proprietary Non-reinforced, extruded PVC for

simulating the aesthetics of

standing seam metal roofing.

Urethane Insulation

Adhesive

N/A Proprietary Urethane insulation adhesive.

JM Two Part

Urethane Insulation

Adhesive

N/A Proprietary A two-part urethane insulation

adhesive.

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Product Name

Dimensions

Test

Specifications

Product Description

One-Step Foamable

Adhesive

N/A Proprietary Two part urethane low rise foam

insulation

JM PVC Membrane

Adhesive

(Low VOC)

N/A Proprietary Low solvent based adhesive.

JM PVC Membrane

Adhesive

(Water Based)

N/A Proprietary Water based adhesive.

JM Roofing System

Urethane Adhesive

N/A Proprietary A two-part urethane insulation

adhesive.

MBR Low VOC

Membrane Adhesive

N/A Proprietary Single component, polyurethane

low solvent based adhesive

MBR RA

Membrane Adhesive

N/A Proprietary Two-part, cold process membrane

adhesive

JM PVC Penetration

Pan

Various ASTM D4434 Molded PVC for flashing

penetration.

JM PVC Pipe Boots Various ASTM D4434 Non-reinforced molded PVC

flashing penetrations.

JM PVC Universal

Corner

Various ASTM D4434 Non-reinforced molded PVC for

inside and outside corner flashing.

JM PVC T-Joint

Patch

Various ASTM D4434 Non-reinforced PVC used to cover

T-joints and fasteners.

JM PVC Detail

Membrane

Various ASTM D4434 Non-reinforced PVC used for pipe

and corner flashing.

JM PVC Detail

Strip

Various ASTM D4434 PVC used to waterproof joints.

JM PVC Coated

Metal

Various ASTM D4434 JM PVC laminated onto

galvanized steel for metal

flashings and edge details.

JM PVC Walkpad

Various ASTM D4434 Textured PVC walk pad.

JM PVC Heavy-

Duty

Various ASTM D4434 Textured PVC walk pad.

JM PVC Split Pipe

Boot

Various ASTM D4434 Reinforced PVC used to flash vent

stacks and other round

penetrations

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APPROVED INSULATIONS: TABLE 2

Product Name Product Description Manufacturer

(With Current NOA)

Invinsa Roof Board High-density polyisocyanurate with fiber

glass reinforced facers

Johns Manville

JM SECUROCK Gypsum‐Fiber

Roof Board

Fiber reinforced gypsum cover board Johns Manville

ENRGY 3, ENRGY 3 25 PSI,

ValuTherm, ValuTherm 25 PSI,

R-Panel, R-Panel 25 PSI

Polyisocyanurate Insulation Johns Manville

ENRGY 3 AGF, ENRGY 3 AGF

25 PSI, ValuTherm AGF,

ValuTherm AGF 25 PSI

Polyisocyanurate Insulation with glass

facer

Johns Manville

ENRGY 3 CGF, ENRGY 3 CGF

25 PSI, ValuTherm CGF,

ValuTherm CGF 25 PSI

Polyisocyanurate Insulation with coated

glass facer

Johns Manville

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APPROVED FASTENERS: TABLE 3

Fastener

Number

Product

Name

Product

Description

Dimensions

Manufacturer (With Current NOA)

1. Trufast Twin Loc-

Nail Batten

Fastener

Base sheet fastener Various Altenloh, Brink &

Co. U.S., Inc.

2. Trufast Twin Loc

Coiled Batten Bar

Oval pre-punched metal

batten bar

1” x 100’ coil Altenloh, Brink &

Co. U.S., Inc.

3. Lightweight

Concrete (LWC)

CR Base Fastener

Galvanized double spreading

leg fastener for securing base

sheets to lightweight

insulating concrete.

1.2” or 1.7”

leg length;

2.7” dia. Plate

Johns Manville

4. Millennium

Hurricane Force 1-

Part Membrane

Adhesive

Single component,

polyurethane low solvent

based adhesive

N/A ADCO Products

d.b.a. Royal

Adhesives &

Sealants

5. Millennium

Hurricane Force

Membrane

Adhesive

Two-part, cold process

membrane adhesive

N/A ADCO Products

d.b.a. Royal

Adhesives &

Sealants

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EVIDENCE SUBMITTED:

Test Agency Name Identifier Report Date

FM Approvals 3018807 FM 4470 06/25/04

3014692 FM 4470 08/05/03

3016629 FM 4470 12/12/03

3046174 FM 4470 04/03/13

3023458 FM 4450 07/18/06

3025881 FM 4450 08/09/06

3030351 FM 4470 08/01/07

3037540 FM 4450 10/20/10

3040105 FM 4470 11/24/10

3056049 FM 4470 01/13/16

Trinity|ERD J45020.09.13-1-R1 TAS 114 09/12/13

J45960.09.13 TAS 114 09/16/13

JM-SC11320.03.16 TAS 114 03/10/16

Momentum Technologies, Inc. NX21J0A ASTM D 4434 06/01/11

NX21J0B ASTM D 4434 07/20/11

NX21J0C ASTM D 4434 06/01/11

PRI Construction Materials JMC-086-02-01 Rev 1 TAS114 J 01/03/13

Technologies, LLC JMC-088-02-01.4 ASTM D1876/TAS 117(A)/(B)

TAS 114(C)

07/01/14

JMC-107-02-01.7 ASTM D5147/D903/D1876

TAS 117(A)/(B)/(C)

03/31/16

JMC-108-02-01 TAS 114(J) 04/16/13

JMC-131-02-01 TAS 114(J) 08/20/13

JMC-132-02-01 TAS114 04/17/13

JMC-132-02-02 TAS114 07/01/13

JMC-141-02-01 TAS 114(J) 04/18/13

JMC-143-02-01 TAS 114(D) 07/01/13

JMC-162-02-01 FM 4474/TAS114 09/06/13

JMC-163-02-01 FM 4474/TAS114 09/06/13

JMC-242-02-01 FM 4474/TAS114(J) 11/18/15

JMC-245-02-02 FM 4474/ TAS114(D) 03/29/16

JMC-246-02-01 FM 4474/TAS114(D) 03/29/16

JMC-267-02-02.2 FM 4474/ TAS114(D) 04/21/17

Atlantic & Caribbean ACRC 06-045 TAS 114 12/15/06

Roofing Consultants, LLC ACRC 14-026 TAS 114(D) 11/19/14

ACRC 14-027 TAS 114(D) 11/19/14

ACRC 14-028 TAS 114(D) 11/20/14

ACRC 14-029 TAS 114(D) 11/20/14

ACRC 14-031 TAS 114(D) 11/21/14

ACRC 14-032 TAS 114(D) 11/24/14

ACRC 14-034 TAS 114(D) 11/25/14

ACRC 14-035 TAS 114(D) 11/25/14

ACRC 14-036 TAS 114(D) 11/26/14

ACRC 14-038 TAS 114(D) 12/02/14

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Test Agency Name Identifier Report Date

ACRC 14-041 TAS 114(D) 12/03/14

ACRC 14-042 TAS 114(D) 12/04/14

ACRC 14-043 TAS 114(D) 12/04/14

ACRC 14-044 TAS 114(D) 12/05/14

ACRC 14-046 TAS 114(D) 12/09/14

DECK STRESS ANALYSIS CALCULATIONS/REPORTS

Engineer/Agency Identifier Assemblies Date

Zachary R. Priest, P.E. Signed/Sealed

Calculations

E(2), F(6)

F(1)

04/25/16

08/29/16

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Membrane Type: Single Ply, PVC

Deck Type 4I: Lightweight Concrete, Insulated

Deck Description: Minimum 300 psi Lightweight Insulating Concrete deck which records a

Minimum Characteristic Resistance Force (MCRF) of 131 lbf when tested with

1.7” Lightweight Concrete (LWC) CR Base Fastener in accordance with TAS

105.

Deck: Structural concrete deck.

System Type A(1): One or more layers of insulation adhered with approved adhesive; membrane

fully adhered.

All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are

not approved and shall not be installed unless said accessories demonstrate compliance with

prescriptive Florida Building Code requirements and are field fabricated utilizing the approved

membranes listed in Table 1.

One or more layers of the following insulations:

Insulation Layer Insulation Fasteners

(Table 3)

Fastener

Density/ft2

ENRGY 3, ENRGY 3 25 PSI, ValuTherm, ValuTherm 25 PSI, R-Panel, R-Panel 25 PSI,

ENRGY 3 AGF, ENRGY 3 AGF 25 PSI, ValuTherm AGF, ValuTherm AGF 25 PSI,

ENRGY 3 CGF, ENRGY 3 CGF 25 PSI, ValuTherm CGF, ValuTherm CGF 25 PSI

Minimum 1.5” thick N/A N/A

Note: All insulation shall be adhered to the deck with JM Two-Part Urethane Insulation Adhesive

or One Step Foamable Adhesive applied in ¾” – 1” wide ribbons spaced 12” o.c. Please refer to

Roofing Application Standard RAS 117 for insulation attachment.

Membrane: Membrane fully adhered to the insulation as specified below.

Option #1: JM PVC Membrane fully adhered to the insulation with JM PVC Membrane

Adhesive (Low VOC) applied at a rate of 0.83 gal/sq The minimum 2.5” wide

side laps that shall be sealed with a minimum 1.5” wide heat weld.

Option #2: JM PVC Fleece Backed membrane adhered to insulation with ½” – ¾” wide

beads of JM Roofing System Urethane Adhesive, spaced 4” o.c. with minimum

2.5” wide side laps that shall be sealed with a minimum 1.5” wide heat weld.

Maximum Design

Pressure: -80 psf. (See General Limitation #9.)

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Deck Description: Minimum 300 psi Lightweight Insulating Concrete deck which records a

Minimum Characteristic Resistance Force (MCRF) of 131 lbf when tested with

1.7” Lightweight Concrete (LWC) CR Base Fastener in accordance with TAS

105.

Deck: Structural concrete deck.

System Type A(2: One or more layers of insulation adhered with approved adhesive; membrane

fully adhered.






Base Insulation Layer Insulation Fasteners

(Table 3)

Fastener

Density/ft2





Top Insulation Layer Insulation Fasteners

(Table 3)

Fastener

Density/ft2

JM SECUROCK Gypsum‐Fiber Roof Board

Minimum ¼” thick N/A N/A


or One Step Foamable Adhesive applied in ¾” – 1” wide ribbons spaced 12” o.c or JM Roofing

System Urethane Adhesive applied in ½ - ¾ ” ribbons spaced 12” o.c. Please refer to Roofing

Application Standard RAS 117 for insulation attachment.

Membrane: JM PVC Membrane fully adhered to the insulation as specified below.

Option #1: Membrane is fully adhered to the insulation with JM PVC Membrane Adhesive

(Water Based) applied at a rate of .67 gal/sq. on both membrane and the substrate.

The minimum 2.5” wide side laps that shall be sealed with a minimum 1.5” wide

heat weld.

Option #2: Membrane is fully adhered to the insulation with JM PVC Membrane Adhesive

(Low VOC) applied at a rate of 0.83 gal/sq, on both the membrane and the

substrate. The minimum 2.5” wide side laps that shall be sealed with a minimum

1.5” wide heat weld.

Maximum Design


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Deck Description: Min. 310 psi, 2” Elastizell Lightweight Insulating Concrete with Zell-Fibers

installed over 1” EPS holey board cast over structural concrete deck.


fully adhered.






Insulation Layer Insulation Fasteners

(Table 3)

Fastener

Density/ft2





Note: All insulation shall be adhered to the deck with JM Two-Part Roofing System Urethane

Insulation Adhesive or One Step Foamable Adhesive applied in ¾” – 1” wide ribbons spaced 12”

o.c. Please refer to Roofing Application Standard RAS 117 for insulation attachment.

Membrane: JM PVC Membrane fully adhered to the insulation with JM PVC Membrane

Adhesive (Low VOC) applied at a rate of 0.83 gal/sq.on both membrane and the

substrate. with the minimum 2.5” wide side laps that shall be sealed with a

minimum 1.5” wide heat weld.

Maximum Design


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Deck Description: Min. 310 psi, 2” Elastizell Lightweight Insulating Concrete with Zell-Fibers

installed over 1” EPS holey board cast over structural concrete deck.


fully adhered.






Base Insulation Layer Insulation Fasteners

(Table 3)

Fastener

Density/ft2





Top Insulation Layer Insulation Fasteners

(Table 3)

Fastener

Density/ft2

JM SECUROCK Gypsum‐Fiber Roof Board

Minimum ¼” thick N/A N/A


or One Step Foamable Adhesive applied in ¾” – 1” wide ribbons spaced 12” o.c or JM Roofing

System Urethane Adhesive applied in ½ - ¾ ” ribbons spaced 12” o.c. Please refer to Roofing

Application Standard RAS 117 for insulation attachment.

Membrane: JM PVC Membrane fully adhered to the insulation with JM PVC Membrane

Adhesive (Low VOC) applied at a rate of 0.83 gal/sq on both membrane and the

substrate. The minimum 2.5” wide side laps that shall be sealed with a minimum

1.5” wide heat weld.

Maximum Design


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Membrane Type: Single ply, PVC

Deck Type 4: Lightweight Concrete, Non-insulated

Deck Description: Min. 300 psi Celcore MF with Celcore HS Rheology Modifying Admixture; Min.

1/8” slurry coat; Min. 1” EPS board; Min. 2” top coating with Celcore PVA curing

compound cast over cementitious wood fiber or structural concrete

System Type E(1): Base sheet mechanically fastened.





Base Sheet: One ply of DynaFast 180 S mechanically fastened with min. 1.8” Trufast Twin-

Loc Nail Batten Fastener & Trufast Twin Loc Coiled Batten Bar spaced 6" o.c.

within the 4" wide torch welded side laps.

Membrane: JM PVC Fleece Backed applied with approved mopping asphalt at an application

rate of 20-40 lbs./sq. with minimum 4” wide side laps that shall be sealed with a


Maximum Design


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Membrane Type: Single ply, PVC

Deck Type 4: Lightweight Concrete, Non-insulated


1/8” slurry coat; Min. 1” EPS board; Min. 2” top coating with Celcore PVA curing

compound cast over Min. 22 ga., vented Type B, Grade 33 steel deck attached to

structural supports spaced a maximum 5-ft o.c. with 5/8” puddle welds at each flute.

Steel deck side laps stitched with 1/4”-14 HWH screws at a maximum 15” o.c.

This Tested Assembly has been analyzed for allowable deck stress. See Deck

Stress Analysis Table

System Type E(2): Base sheet mechanically fastened.

All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are not

approved and shall not be installed unless said accessories demonstrate compliance with prescriptive

Florida Building Code requirements and are field fabricated utilizing the approved membranes

listed in Table 1.

Base Sheet: One ply of DynaFast 180 S mechanically fastened with min. 1.8” Trufast Twin-Loc

Nail Batten Fastener & Trufast Twin Loc Coiled Batten Bar spaced 6" o.c. within

the 4" wide torch welded side laps.

Membrane: JM PVC Fleece Backed applied with approved mopping asphalt at an application

rate of 20-40 lbs./sq. with minimum 4” wide side laps that shall be sealed with a


Maximum Design


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Deck Type 4: Lightweight Concrete

Deck Description: Lightweight Insulating Concrete

System Type F(1): Membrane fully adhered to deck.





Deck: Minimum 22 ga., vented corrugated 1.5” WR Type B , Grade 40 steel fastened to

the 6’-0” o.c. steel supports with #12-24 Tek 5 SD screws. One screw per every

flute and fastened 6” o.c. to steel testing frame. Side laps of sheets fastened with

#12 SD screws 12” o.c.



Lightweight

Concrete:

Lightweight Insulating Concrete with a minimum compressive strength of 330 psi,

and a MCRF of 233.614 lbf with 1.7” Lightweight Concrete (LWC) CR Base

Sheet Fasteners. A ¼” thick slurry of lightweight insulating concrete poured over

deck. One layer of EPS Dyplast with a density of 1.0 lb. firmly pressed into the

slurry. LWIC was poured over the EPS board to a thickness of 2” minimum.

Membrane: JM PVC Fleece Backed fully adhered to the deck with JM PVC Membrane

Adhesive (water-based) applied at a rate of 1 gal/sq. to the substrate and heat-

welded 3” side laps.

Maximum Design

Pressure: -90 psf. (See General Limitation #9).

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Deck Description: Lightweight Insulating Concrete






Deck: Structural Concrete Deck

Lightweight

Concrete:

Celcore MF Cellular Concrete with Celcore HS Rheology Modifying Admixture

cast to a depth of 1/8” with a wet cast density of 49 lb./ft³ over sturctural concrete.

Minimum 1” thick EPS boardshall be placed into the wet concrete. Minimum 2”

thick Celcore MF Cellular Concrete with Celcore HS admixture with a wet cast

density of 44.6 lb./ft³ added as the top coat. Celcore PVA Curing Compound

applied over the top coat at a rate of 0.33 gal/sq.

Membrane: JM PVC Fleece Backed fully adhered to the deck with JM PVC Membrane

Adhesive (water-based) applied at a rate of 1 gal/sq. to the substrate with

minimum 2.5” wide side laps that shall be sealed with a minimum 1.5” wide heat

weld.

Maximum Design

Pressure: -367.5 psf. (See General Limitation #9).

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Deck Description: Min. 380 psi Concrecel Cellular Lightweight Insulating Concrete cast over

structural concrete.

System Type F(3): Membrane adhered to deck.





Membrane: JM PVC Fleece Backed Membrane adhered to the deck with MBR Low VOC

Membrane Adhesive applied at a rate of 2-2.5 gal/100ft2 with minimum 2.5” wide


Maximum Design

Pressure:

-342.5 psf. (See General Limitation #9.)

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Deck Description: Minimum 300 psi Celcore MF Cellular Concrete with Celcore HS Rheology

Modifying Admixture is laid with a 1/8” slurry coat with a minimum 1” EPS

Board and an additional 2” thick topcoat. Celcore PVA Curing compound applied

after top coat setting at 300 ft2/gal. cast over optional vapor barrier adhered to

structural concrete substrate. System Type F(4): Membrane adhered to deck.





Vapor Barrier:

(Optional)

DynaBase HW torch adhered to concrete substrate primed with ASTM D41

primer followed by Celcore lightweight insulating concrete cast over the adhered

membrane.

Membrane: JM PVC Fleece Backed adhered with JM Roofing System Urethane Adhesive

applied in ½” - 3/4” ribbons spaced 4” o.c. with minimum 2.5” wide side laps that

shall be sealed with a minimum 1.5” wide heat weld.

Maximum Design


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Deck Description: Minimum 300 psi Celcore MF Cellular Concrete with Celcore HS Rheology

Modifying Admixture is laid with a 1/8” slurry coat with a minimum 1” EPS Board

and an additional 2” thick topcoat. Celcore PVA Curing compound applied after

top coat setting at 300 ft2/gal. cast over cementitious wood fiber substrate.






Membrane: JM PVC Fleece Backed adhered to the deck per one of the following:

Option #1: Membrane adhered to the deck with JM Roofing System Urethane Adhesive

applied in ½” - 3/4” ribbons 4” o.c. with minimum 2.5” wide side laps that shall be

sealed with a minimum 1.5” wide heat weld.

Maximum Design Pressure: -197.5 psf. (See General Limitation #9.)

Option #2: Membrane adhered to the deck with JM Roofing System Urethane Adhesive

applied in ½” - 3/4” ribbons 12” o.c. with minimum 2.5” wide side laps that shall

be sealed with a minimum 1.5” wide heat weld.


Maximum Design

Pressure: See Options Above

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1/8” slurry coat; Min. 1” EPS board; Min. 2” top coating with PVA curing

compound cast Min. 22 ga., vented Type B, Grade 33 steel deck attached to

structural supports spaced a maximum 5-ft o.c. with 5/8” puddle welds at each flute.

Steel deck side laps stitched with 1/4”-14 HWH screws at a maximum 15” o.c.




All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are not

approved and shall not be installed unless said accessories demonstrate compliance with prescriptive

Florida Building Code requirements and are field fabricated utilizing the approved membranes

listed in Table 1.


Option #1: Membrane adhered to the deck with JM Roofing System Urethane Adhesive applied

in ½” - 3/4” ribbons 4” o.c. with minimum 2.5” wide side laps that shall be sealed

with a minimum 1.5” wide heat weld.

Option #2: Membrane adhered to the deck with JM Roofing System Urethane Adhesive applied

in ½” - 3/4” ribbons 12” o.c. with minimum 2.5” wide side laps that shall be sealed

with a minimum 1.5” wide heat weld.

Maximum Design


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Deck Description: Min. 300 psi Concrecel Cellular Lightweight Insulating Concrete cast over

structural concrete deck.






Membrane: JM PVC Fleece Backed fully adhered to the deck with Millennium Hurricane

Force 1-Part Membrane Adhesive at a rate of 2-2.5 gal/100ft2 with minimum 2.5”

wide side laps that shall be sealed with a minimum 1.5” wide heat weld.

Maximum Design


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Deck Description: Min. 568 psi, 2” Elastizell Lightweight Insulating Concrete with Zell-Fibers cast

over structural concrete






Base Sheet: DynaBase adhered with JM MBR RA Membrane Adhesive applied in ½-¾” wide

ribbons spaced 12” o.c. with a 4” side lap.

Membrane: JM PVC Fleece Backed membrane is adhered with JM Roofing System Urethane

Adhesive applied in ½-¾” wide ribbons spaced 12” o.c. with minimum 2.5” wide


Maximum Design


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Base Sheet: DynaBase adhered with Millennium Hurricane Force Membrane Adhesive applied

in ½-¾” wide ribbons spaced 6” o.c. with a 4” side lap.




Maximum Design


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over an optional vapor barrier adhered to structural concrete substrate.






Vapor Barrier:

(Optional)

DynaBase HW torch adhered to concrete substrate primed with JM Asphalt Primer

(ASTM D41 Type II) followed by Elastizell lightweight insulating concrete cast

over the adhered membrane.





Maximum Design


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Membrane: JM PVC Fleece Backed membrane is fully with JM Roofing System Urethane



Maximum Design


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compound cast over cementitious wood fiber or structural concrete. System Type F(12): Membrane adhered to deck.





Base sheet: DynaBase adhered with Millennium Hurricane Force Membrane Adhesive applied

in 1” wide ribbons spaced 6” o.c. with a 4” side lap.

Membrane: JM PVC Fleece Backed adhered to the deck with JM Roofing System Urethane

Adhesive applied in ½” - 3/4” ribbons 6” o.c. with minimum 2.5” wide side laps

that shall be sealed with a minimum 1.5” wide heat weld.

Maximum Design -117.5 psf. LWC over cementitious wood fiber (See General Limitation #9).

Pressure: -192.5 psf. LWC over concrete (See General Limitation #9).

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compound cast over cementitious wood fiber or structural concrete.






Base sheet: DynaBase adhered with Millennium Hurricane Force Membrane Adhesive applied

in 1” wide ribbons spaced 12” o.c. with a 4” side lap.

Membrane: JM PVC Fleece Backed adhered to the deck with JM Roofing System Urethane



Maximum Design


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Deck Description: Min. 383.5 psi Celcore lightweight insulating concrete cast over 22 ga. Grade 90

vented type B galvanized steel.






Membrane: JM PVC Fleece Backed membrane adhered to the deck with JM Roofng System

Urethane Adhesive applied in ½” - 3/4” ribbons 6” o.c. with minimum 2.5” wide


Maximum Design

Pressure: -204.5 psf (See General Limitation #9).

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Deck Description: Min. 383.5 psi Celcore lightweight insulating concrete cast over optional vapor

barrier or directly onto primed structural concrete.






Vapor Barrier:

(Optional)

Option #1:


(ASTM D41 Type II) followed by Celcore lightweight insulating concrete cast



Option #2:

JM Vapor Barrier SA adhered to concrete substrate primed with JM Asphalt

Primer (ASTM D41 Type II) followed by Celcore lightweight insulating concrete

cast over the adhered membrane.

Maximum Design Pressure: -90 psf. (See General Limitation #9.)

Membrane: JM PVC Fleece Backed Membrane adhered with JM Roofng System Urethane




Maximum Design


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Deck Description: Min. 383.5 psi Celcore lightweight insulating concrete cast over primed structural

concrete.






Membrane: JM PVC Fleece Backed Membrane adhered with JM Roofng System Urethane



Maximum Design

Pressure:

-398 psf. (See General Limitation #9.)

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Deck Description: Min. 370 psi Concrecel lightweight insulating concrete cast over 22 ga. Grade 90

vented type B galvanized steel.






Membrane: JM PVC Fleece Backed adhered to the deck with JM Roofng System Urethane



Maximum Design


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Deck Description: Min. 370 psi Concrecel lightweight insulating concrete cast over structural

concrete.







Option #1: Membrane adhered to the deck with JM Roofng System Urethane Adhesive








Maximum Design


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Deck Description: Min. 213.5 psi Elastizell lightweight insulating concrete cast over an optional

vapor barrier adhered to structural concrete substrate.






Vapor Barrier:

(Optional)


(ASTM D41 Type II) followed by Elastizell lightweight insulating concrete cast



Membrane: JM PVC Fleece Backed adhered per one of the following:

Option #1: Membrane adhered with JM Roofng System Urethane Adhesive applied in ½” -

3/4” ribbons 4” o.c. with minimum 2.5” wide side laps that shall be sealed with a











Maximum Design


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Deck Description: Min. 213.5 psi Elastizell lightweight insulating concrete cast over 22 ga., Grade

90, vented type B galvanized steel.















Maximum Design


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LIGHTWEIGHT INSULATING CONCRETE SYSTEM LIMITATIONS: 1. If mechanical attachment to the structural deck through the lightweight insulating concrete is proposed, a field withdrawal

resistance testing shall be performed to determine equivalent or enhanced fastener patterns and density. All testing and

fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard

RAS 117 and/or RAS 137, calculations shall be signed and sealed by a Florida registered Professional Engineer,

Registered Architect, or Registered Roof Consultant. 2. For steel deck application where specific deck construction is not referenced: The deck shall be a minimum 22 gage

attached with 5/8” puddle welds with weld washers at every flute with maximum deck spans of 5 ft. o.c. 3. For systems where specific lightweight insulating concrete is not referenced, the minimum design mix shall be a minimum

of 300 psi.

GENERAL LIMITATIONS:

1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings

of this product.

2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control

Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT

range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer

3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be

4' x 4' maximum.

4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when

the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with

approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one

down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6"

break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at

a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45

psf.

5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in

compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf.

Insulation attachment shall not be acceptable.

6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum

fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the

fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared,

signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant

may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing

Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117.

7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener

densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application

Standard RAS 117 and/or RAS 137. Calculations prepared, signed and sealed by a Florida registered Professional

Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within

this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to

Roofing Application Standard RAS 111 and applicable wind load requirements.

9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and

corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure

zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA,

General Limitation #7 will not be applicable.)

10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule

61G20-3 of the Florida Administrative Code.

END OF THIS ACCEPTANCE

product control notice of acceptance · is determined by miami-dade county product control section...

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